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سبد خرید

ادامه خرید “RELIABILITY ANALYSIS ON REINFORCED MASONRY BUILDING AGAINST EARTHQUAKE HAZARD WITH SHAKING TABLE TESTS” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		SEISMIC RETROFIT OF HISTORICAL AND EXISTING BUILDINGS	20,000 ریال	SEISMIC RETROFIT OF HISTORICAL AND EXISTING BUILDINGS عدد	20,000 ریال
×		AN ARTIFICIAL NEURAL NETWORK TO PREDICT EARTHQUAKE IN SOME PARTS OF HORMOZGAN PROVINCE	20,000 ریال	AN ARTIFICIAL NEURAL NETWORK TO PREDICT EARTHQUAKE IN SOME PARTS OF HORMOZGAN PROVINCE عدد	20,000 ریال
×		NUMERICAL MODELING OF BURIED PIPELINES SUBJECTED TO SEISMIC SLOPE INSTABILITIES	20,000 ریال	NUMERICAL MODELING OF BURIED PIPELINES SUBJECTED TO SEISMIC SLOPE INSTABILITIES عدد	20,000 ریال
×		SEISMIC RESPONSE OF 2D AND 3D SEMI-SINE SHAPED HILLS AND VALLEYS SUBJECTED TO SIMPLE INCIDENT PULSES	20,000 ریال	SEISMIC RESPONSE OF 2D AND 3D SEMI-SINE SHAPED HILLS AND VALLEYS SUBJECTED TO SIMPLE INCIDENT PULSES عدد	20,000 ریال
×		ASSESSMENT OF GMPES FOR IRANIAN DATABASE BY EMPLOYING LLH AND EDR METHODS	20,000 ریال	ASSESSMENT OF GMPES FOR IRANIAN DATABASE BY EMPLOYING LLH AND EDR METHODS عدد	20,000 ریال
×		INVESTIGATION OF THE CONTEMPORARY STRESS STATE IN CENTRAL ZAGROS	20,000 ریال	INVESTIGATION OF THE CONTEMPORARY STRESS STATE IN CENTRAL ZAGROS عدد	20,000 ریال
×		SEISMIC BEARING CAPACITY OF SHALLOW FOUNDATION WITH BASE INCLINATION	20,000 ریال	SEISMIC BEARING CAPACITY OF SHALLOW FOUNDATION WITH BASE INCLINATION عدد	20,000 ریال
×		BUCKLING RESPONSE OF CORRODING GROUND BASED STEEL STORAGE TANKS UNDER SEISMIC LOADING	20,000 ریال	BUCKLING RESPONSE OF CORRODING GROUND BASED STEEL STORAGE TANKS UNDER SEISMIC LOADING عدد	20,000 ریال
×		NEW MAGNITUDE SCALING RELATION FOR EARLY WARNING IN TEHRAN	20,000 ریال	NEW MAGNITUDE SCALING RELATION FOR EARLY WARNING IN TEHRAN عدد	20,000 ریال
×		TECHNICAL CONSIDERATIONS IN DEVELOPING THE FIRST EMRGENCY OPERATION CENTER (EOC) OF IRAN IN TEHRAN	20,000 ریال	TECHNICAL CONSIDERATIONS IN DEVELOPING THE FIRST EMRGENCY OPERATION CENTER (EOC) OF IRAN IN TEHRAN عدد	20,000 ریال
×		EVALUATING BEHAVIOUR OF KINDERGARTEN TEACHERS IN CASE OF EARTHQUAKE: CASE STUDY OF TEHRAN KINDERGARTENS	20,000 ریال	EVALUATING BEHAVIOUR OF KINDERGARTEN TEACHERS IN CASE OF EARTHQUAKE: CASE STUDY OF TEHRAN KINDERGARTENS عدد	20,000 ریال
×		ASSESSMENT OF SEISMIC VULNERABILITY IN SMRF USING KRATZIG DAMAGE INDEX IN TARGET DUCTILITY IN THE NEAR SOURCE	20,000 ریال	ASSESSMENT OF SEISMIC VULNERABILITY IN SMRF USING KRATZIG DAMAGE INDEX IN TARGET DUCTILITY IN THE NEAR SOURCE عدد	20,000 ریال
×		SETTLEMENT OF SHALLOW FOOTING RESTED ON LIQUEFIABLE SAND: PHYSICAL MODELING	20,000 ریال	SETTLEMENT OF SHALLOW FOOTING RESTED ON LIQUEFIABLE SAND: PHYSICAL MODELING عدد	20,000 ریال
×		PERFORMANCE OF STRENGTH VERTICAL IRREGULAR STEEL BUILDINGS IN NEAR- FAULT GROUND MOTIONS	20,000 ریال	PERFORMANCE OF STRENGTH VERTICAL IRREGULAR STEEL BUILDINGS IN NEAR- FAULT GROUND MOTIONS عدد	20,000 ریال
×		CFRP-RETROFITTING OF REINFORCED CONCRETE FRAMES CONSIDERING NONLINEAR SOIL-STRUCTURE INTERACTION	20,000 ریال	CFRP-RETROFITTING OF REINFORCED CONCRETE FRAMES CONSIDERING NONLINEAR SOIL-STRUCTURE INTERACTION عدد	20,000 ریال
×		EVALUATION OF THE EFFECT OF LINK BEAMS STIFFENERS WITH DIFFERENT CROSS-SECTIONS	20,000 ریال	EVALUATION OF THE EFFECT OF LINK BEAMS STIFFENERS WITH DIFFERENT CROSS-SECTIONS عدد	20,000 ریال
×		EXPERIMENTAL ASSESSMENT OF THE EFFECT OF VARIOUS CYCLIC LOADING PROTOCOLS ON THE MECHANICAL BEHAVIOR OF REINFORCED SELF-COMPACTING CONCRETE BEAMS CONTAINING STEEL FIBER	20,000 ریال	EXPERIMENTAL ASSESSMENT OF THE EFFECT OF VARIOUS CYCLIC LOADING PROTOCOLS ON THE MECHANICAL BEHAVIOR OF REINFORCED SELF-COMPACTING CONCRETE BEAMS CONTAINING STEEL FIBER عدد	20,000 ریال
×		RELIABILITY ANALYSIS ON REINFORCED MASONRY BUILDING AGAINST EARTHQUAKE HAZARD WITH SHAKING TABLE TESTS	20,000 ریال	RELIABILITY ANALYSIS ON REINFORCED MASONRY BUILDING AGAINST EARTHQUAKE HAZARD WITH SHAKING TABLE TESTS عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	360,000 ریال
مجموع	360,000 ریال

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